Arabi Fab Proc F1 Code 1
Arabi Fab Proc F1 Code 1
Arabi Fab Proc F1 Code 1
Subcontractor
ISSUE PURPOSE: FA FR FI FC AB
Approval or review hereunder shall not [ be construed to relieve Vendor / Subcontractor of his
T
responsibilities and liability under the Contract.
y CTR DEPT. /
Contractor Review Result
p SIGNATURE
√ 1. Approvede / No Comments I.G Yoo
2. Approved / Reviewed - Minor Comments QCM
3. Rejecteda- Commen s as Noted
/
4. Rejected
Unnikrishnan /
5. q
Not Reviewed
u
QC
JOB. NO. o 0-6798-20-0000
t
COMPANY REV
DOC.no. P6011MAA.000.10.51.4762
e
f
V plus Purchaser Code (V/J/G/S) & Subcontract No. - SERIAL no. F1
Contractor r
DOC.no. VS3160-003-A-2013
o
m
KNPC CFP Project DSN:
MAA Package 33248
REVIEW BY: t DISCIPLINE: DATE:
CODE: h
1 S.M.Logan Const. 07.11.2018
e
A REVIEW CODE: 1: Approved\No Comments; 2: Minor Comments;
INDTR 1|Page
3: Comments as Noted; 4: Rejected
-2018
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VS3160-003-A-2013 REV .F1
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Record of Revisions
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TABLE OF CONTENT
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1. PURPOSE
The purpose of this procedure is to provide the minimum requirements for the Fabrication of
Process Piping to meet the specific contractual specifications and requirements of the project –
Clean Fuels Project (CFP – MAA).
2. SCOPE
This procedure applies to project – Clean Fuels Project (CFP – MAA), for the fabrication of Carbon
Steel, and Pipe supports in compliance with project specifications.
3. REFERENCES
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4.5 Abbreviations
4.5.1 ASME - American Society of Mechanical Engineers
4.5.2 AWS - American Welding Society
4.5.3 BPV Code - Boiler and Pressure Vessel Code
4.5.4 NPT – National Pipe Thread
4.5.5 DSS - Duplex Stainless Steel
4.5.6 HSE - Health, Safety & Environment
4.5.7 ITP - Inspection and Test Plan
4.5.8 PPE - Personal Protective Equipment
4.5.9 PQR - Procedure Qualification Record
4.5.10 WPS - Welding Procedure Specification
4.5.11 QA/QC - Quality Assurance / Quality Control
4.5.12 RFF - Request for Fabrication
4.5.13 FFW – Field Fit Weld
4.5.14 WQT - Welder Qualification Test
5.0 PROCEDURE
5.1 General
5.1.1 Fabrication of piping shall be performed in accordance with the Company approved
construction drawings, piping codes, contract specifications, company standards and this
procedure.
5.2 Responsibilities
5.2.3 QC Inspector
1. Perform routine inspection for qualifications of personnel, materials, workmanship,
procedure implementation, welding consumables and equipment.
2. Coordinate for conducting NDE as per project requirement.
3. Determine defect analysis, trends and propose corrective or improvement measures if
necessary.
4. Attend site meetings with construction and highlight observation & ensure project quality
requirements are fully met.
5.3 Materials
5.3.1 The materials used for piping fabrication shall conform to the requirements of DEP
30.10.02.11. Materials not specified in DEP 30.10.02.11, may be used for fabrication upon
approval from the Company. Material receiving, inspection and issuing shall be controlled in
accordance with Material Control Procedure S-000-1630-0001V.
5.3.2 Welding consumables used for piping fabrication shall be approved by the Contractor/
Company prior to fabrication and shall conform to relevant ASME/AWS specifications. The
procurement and control of welding consumables shall be as per welding consumable
control procedure H-000-1536-0001S.
5.4.2 Pipe spools for CFP-MAA package (Brown Revamp) with SK E&C shall be color coated with
“BLUE” to distinguish.
5.4.3 Contractor shall ensure that the true certified copy of Material Test Certificates from Vendor
for all piping components used in shop and field fabrication shall be made available and
retained for reference. Random verification for material traceability shall be carried out
during fabrication phase by the QC Inspector.
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5.5.2 Standard workmanship practices shall be followed during all the fabrication and welding
activities. All approved WPS shall be available and posted near the workplace.
5.5.3 All ‘O-let’, pipe stubs and reinforcing pad branch connections welded to the main pipe shall
be shop fabricated in majority and in case of non-availability of materials; the same shall be
accomplished at field.
5.5.4 Care shall be taken that tools used on one material grade shall not be subsequently used on
any other material grade. These tools shall be identified by colour coding. Pipe supports/
stands shall be properly covered to avoid direct contact with any foreign materials.
5.5.5.2 Pipe end preparation/bevel preparation for welding shall be in accordance with the
approved WPS to be used for the joints. Surface shall be smooth, true and free from tears,
visible cracks and visible lamination. The internal and external surfaces at the cut edge shall
be cleaned for a minimum of 25mm from the pipe end.
5.5.5.3 Joining pipe and fitting of different wall thickness; the inside of the thicker pipe/fitting Shall
be chamfered by grinding or machining as per Fig. 328.4.3 of ASME B31.3.
5.5.5.5 Pipes for socket weld joints shall be cut square and burrs removed.
5.5.6.2 Tack welding shall be carried out by qualified welders. Tack welding using pieces of bar in
the groove shall not be allowed. Temporary tack welds shall be removed by grinding or
chipping and the area shall be ground smooth without reduction of wall thickness, followed
by MT or PT inspection to confirm the absence of linear indications except P1 material.
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5.5.6.3 The minimum distance between the edges of two pressure-containing welds shall be Twice
the wall thickness of the thicker pressure part. The same requirement applies to the
instance between non-pressure attachment welds and a pressure-containing weld in order
to allow non-destructive inspection of the pressure-containing weld. If it is not attainable
for attachment welds or RF pads, the covered welded joint shall be ground smooth and
radio graphically examined over its entire covered length, plus 38 mm on each side (as per
para 341.4.1 (I) of ASME B 31.3) subject to Company approval.
5.5.6.4 Longitudinal welds in two adjacent pipes should be 180° apart, but in any case shall be
separated by at least twice the wall thickness of the thicker pipe. If the pipe contains a
longitudinal weld, this weld shall not be located at the bottom of the pipe after installation,
it shall be located at least 45° from the bottom of the pipe. Shop fabrication of spools shall
be done foreseeing these requirements for field welds.
5.5.6.5 Flange shall be oriented such that the bolt holes straddle the horizontal (north/south) and
vertical centerlines, except specifically mentioned in the piping drawings. Radial grooves or
scratches on flange faces exceeding limits specified in ASME B 16.5 Table 3 are not allowed.
Any re-facing of flange face is not allowed.
5.5.6.6 Wherever Field Fit Weld (FFW) is marked in the isometric drawing(s), an extra pipe length of
200mm with plain end shall be provided for field adjustments.
5.5.7 Welding
5.5.7.1 All welding shall be in accordance with DEP 30.10.60.18-Gen, S-000-1520-0201V and ASME
B31.3/ Approved WPS.
5.5.7.2 Qualification of welding procedure and welders shall be in accordance with 30.10.60.18-
P6000CFP-000-PV, API 582, S-000-1520-0201V, AWS D1.1 and ASME BPV Code Section IX.
Qualified thickness range shall be as per ASME B31.3 Table
323.3.1 Column A-5 if impact test is applicable.
5.5.7.3 All the welding consumables (including Tack Weld consumables) shall be handled
/controlled as per H-000-1536-0001S.
5.5.7.4 Only Company approved Welding Procedures shall be used for welding. Controlled copies of
approved WPS shall be displayed in work places where they will be applied or all approved
WPS shall be posted in a board located in strategic location.
5.5.7.5 Only Company approved welders shall be allowed for tack and production welding as per
the relevant Company approved welding procedures.
5.5.7.6 The Gas Tungsten Arc Welding (GTAW) process shall be used for
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5.5.7.7 Welding operations shall be suitably protected from adverse weather conditions including
rain and blowing sand. Open pipe ends shall be covered to prevent any through draught.
5.5.7.8 Vertical welding shall be performed vertical up direction only. Vertical down welding shall
be subjected to Company approval.
5.5.7.10 Galvanized, coated, primed or painted surfaces shall be removed to clean metal for a
minimum distance of 75mm from the intended weld Bevel/end.
5.5.7.11 Pre-heat and inter pass temperature specified in the Company approved Welding
Procedure Specification shall be adhered.
5.5.7.12 Weld inter pass cleaning shall be by power brush and/or grinder. All slag shall be removed
before deposition of succeeding passes.
5.5.7.13 Whenever a back purging gas is used to prevent oxidation or scale formation on the
underside of the weld, the purge shall be maintained until at least 6.5mm depth of weld
metal has been deposited or until the completion of the weld whichever is lesser.
5.5.7.14 Whenever practical, welds shall be completed in one heat cycle, once started. Welds shall
have half the wall thickness or three layers deposited (whichever is higher) if welding is
suspended prior to completion. If Preheat other than ambient temperature is specified in
WPS, the weld shall be completed before the preheat temperature is lowered, except that
intermediate lowering of preheat temperature shall be permitted for unalloyed steels if at
least 50% of the weld has been completed. The joint shall be cooled under insulation.
Preheating shall be restored to the specified temperature and maintained for 30 minutes
before welding is recommenced.
5.5.7.15 The weld number (Joint No.) and welder identification number shall be marked with Paint
marker next to each weld. The joint number identification of repair welds shall be suffixed
with R1, R2 etc. and the cut & re-weld joints with C1, C2 etc.
5.5.7.16 Register of welder and welding operator qualification and certificates shall be maintained
on site / fabrication shop office.
5.5.8.2 Piping components shall be adequately supported, aligned by clamps, jigs or other suitable
device.
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5.5.9.2Figure 328.5.4D of ASME B 31.3 shows basic types of weld attachments used in the
fabrication of branch connections. The location and minimum size of attachment welds shall
conform to these requirements.
5.5.10.2 Typical weld details for slip-on and socket welding flanges are shown in ASME B31.3, Fig.
328.5.2B; minimum welding dimensions for other socket welding components are shown in
ASME B 31.3 Fig. 328.5.2C. Socket joint gap checking may be selectively applied to check
that a fit-up gap remains after the weld has been made as per DEP 31.38.01.11 clause
8.3.1.2.2.
5.5.10.3 Socket joint assembly shall be spaced by gap 2 mm during fit-up to attain a gap of 1.0 - 1.5
mm after welding to avoid bottoming of the joint. This can be verified by marking the gap
outside the fit-up and marking shall be inspected visually during fit-up inspection. After the
welding the gap shall be verified visually/ by random radiography. During welding of the
valve, the closure member shall be in the open position - P6011MAA.000.10.51.3136.
5% of Radiography Test will be done for Socket welds coming under Arabi Enertech scope of
works.
5.5.11Threaded Connection
5.5.11.1 Pipe thread sealant shall be used for threaded connection except where seal welding
is required. The pipe thread sealant material shall be compatible with the piping material
and service fluid and shall be approved by Company prior to use.
5.5.11.2 All threads shall be tapered (NPT) and concentric to the outside of the pipe and the last
three threads of the joint shall not be engaged
5.5.11.3 Ends shall be clean cut and free from burrs or stripping of threads.
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5.7.4 If pipe stanchions or dummy legs are welded to elbows or tees, a distance of at least 50 mm
(2 in) shall be kept between the welds of the support and the welds of the fitting. If it is not
attainable, the covered weld seam length (plus 50mm on both sides of the intersecting
weld) of the fitting shall be ground smooth. The support shall be installed after ensuring the
ground area is free of any internal defects by MT/PT examination.
5.7.5 For reinforcement pads & saddles, 6mm threaded vent holes to be provided before welding.
Holes shall be sealed with suitable sealing compound after the completion of leak test.
5.7.6 Primary pipe support welding shall be reported in (JGSK-QC-6000-07).
5.8.2 A Weld Repair Log / Welder Performance Log shall be maintained detailing the repair rate
for each qualified welder/welding operator. Any welder /welding operator with
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unacceptable repair percentage (>3% film wise) shall be disqualified from the job, followed
by additional training and requalification.
5.8.3 For spot and random NDE, additional two joints shall be examined for each repair found and
shall be identified with suffix P1, P2, etc. as per the requirements of progressive sampling
for examination given in ASME B31.3 Para 341.3.4. These welds shall be recorded and
monitored in a Weld Repair Log (Attachment)
1). In case any defective weld joint is repaired or replaced, re-examined, progressive
sampling shall be followed in accordance to section 341.3.4 (f) of ASME B31.3.
5.9.2 All spools shall have printed bar code with isometric number and spool identification stuck
(one inside the spool & one outside) or stamped on metal tags, wired to the spool CS tag for
Carbon steel. Hard stamping shall not be used on the spool surface.
5.9.3 Protect flange surfaces and beveled weld ends of prefabricated pipes with wooden covers,
vinyl caps. Ensure end capping of straight pipes, pipe spools, pipe fittings, valves etc. during
shop storage and for sending to site. Ensure pipe spool lay down area is properly drained,
spools properly supported off the ground.
5.9.4 All spools shall be internally cleaned to remove debris that could hamper radiography,
pressure testing or process fluids. Cleaned spools ends shall be masked off immediately.
5.9.5 Spools can be released for further activities after completion of required PWHT/ NDE as per
piping/ line class and signed-off Daily Welding Report (JGSK-QC-6000-07), Weld Inspection
Summary Record (JGSK-QC-6000-06). “WPS number” shall be provided instead of “welding
electrodes/wire details “in Weld Inspection Summary Record (JGSK-QC- 6000-06).
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5.10.2 Flushing and Hydrostatic Pressure Testing of the piping shall be carried out as per
S-000-3168-0002V
6.0 ATTACHMENTS
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VS3160-003-A-2013 REV. F1
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VS3160-003-A-2013 REV. F1
NDE REQUEST
COMPANY :KUWAIT NATIONAL PETROLEUM COMPANY(K.S.C) CONTRACTNO.:0-6798-Z-3168-003
TYPEOFNDE: NDESUBCONTRACTOR:
PIPING FLUID
SL.NO. LINENO. ISOMETRICNO. SHT.NO. REVNO. SPOOLNO. JOINTNO. WELDTYPE SIZE THICKNESS WELDERNO. MATERIAL LOCATION REMARKS
CLASS CATEGORY
REQUESTEDBY(SUBCONTRACTOR) RECEIVEDBY(NDESUBCONTRACTOR)
NAME
DESIGNATION
SIGNATURE
DATE
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Kuwait National Petroleum Company (K.S.C.) VS3160-003-A-2013 REV .F1
Clean Fuels Project - Project Coordination Group- EPC PKG-1
NOTE :
1) PWHT & NDE ARE AS PER CONTRACT SPECIFICATIONS.
2) PWHT & NDE WERE WITNESSED AND / OR REVIEWED.
3) ALL MATERIAL USED ARE AS PER CONTRACT SPECIFICATION.
D R A
* BUTT WELD - BW
* FILLET WELD - FW
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* BRANCH CONNECTION - BR
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Kuwait National Petroleum Company (K.S.C.) VS3160-003-A-2013 REV .F1
Clean Fuels Project - Project Coordination Group- EPC PKG-1
SB – Shop Butt Weld, FB – Field Butt Weld, SF – Shop Fillet Weld, FF – Field Fillet Weld, ST – Shop Threaded Joint, FT – Field Threaded Joint, SS – Shop Support Weld, FS – Field Support Weld,
Weld Type Abbreviation: SR – Shop Reinforcement Pad Weld, FR – Field Reinforcement Pad Weld, SBT – Shop Buttering Weld, FBT – Field Buttering Weld, SOL – Shop Olet Weld, FOL – Field Olet Weld,
(Sample) STF – Shop Threaded Requires Seal Weld, FTF – Field Threaded Requires Seal Weld,
SJK – Shop Jacketed Piping Joint (For Outer Jacket Piping Only), FJK – Field Jacketed Piping Joint (For Outer Jacket Piping Only)
SUB CONTRACTOR QC
CONTRACTOR QC INSPECTOR COMPANY QC INSPECTOR
INSPECTOR
NAME : NAME : NAME :
SIGNATURE : SIGNATURE : SIGNATURE :
DATE :
D R A DATE : DATE :
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VS3160-003-A-2013 REV .F1
10
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NOTE: 1) All relevant in-process inspection and NDE requirements shall be completed before releasing to the following:
Surface Preparation/ Painting
Cement Lining
Galvanizing
Epoxy Coating
Others
Sub Contractor QC
Acceptance Contractor QC Inspector Company QC Inspector
Inspector
Name
Signature
Date
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VS3160-003-A-2013 REV .F1
Accept /
S.N. Spool Dwg. No. Line Class Joint No. Remarks
Reject
NOTES:
1) Air test with test pressure =
2) Holding time =
3) Pressure Gauge Serial No.: _____________________ Pressure Gauge Range: ____________________________
Sub Contractor
Acceptance Contractor QC Inspector Company QC Inspector
QC Inspector
Name
Signature
Date
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